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I I I I I I I I I I I I I I I I I 03/26/02 03/26/02 03/26/02 03/26/02 03/26/02 03/26/02 03/26/02 03/26/02 03 /26/02 03/27/02 03/27/02 03/27/02 03/27/02 05/06/02 05/06/02 05/06/02 05/06/02 05/06/02 05/07/02 05/07/02 05/07/02 05/07/02 05/07/02 05/07/02 05/07/02 05/08/02 05/08/02 05/08/02 05/08/02 05/09/02 05/09/02 619 620 621 62IA 622 623 624 624A 625 626 627 628 629 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 Lot 23 Lot 23 Lot 24 RT No, 621 Lot 24 Lot 23 Lot 24 RT No, 624 Lot 23 Lot 24 Lot 23 Lot 23 slope Lot 24 slope Lot 24 Lot 23 Lot 23 Lot 24 Lot 23 Lot 23 Lot 23 Lot 24 Lot 24 Lot 24 Lot 24 Lot 23 Lot 23 Lot 24 Lot 23 Lot 24 Lot 23 Lot 24 PETRA GEOTECHNICAL, INC. J.N,107-01 TABLE I Field Density Test Restults 1174,5 7,0 121.4 92 1174,5 9,3 118,0 92 1175,0 9,3 112,5 88 9,0 117,0 91 1176,0 9,5 115,6 90 1175,5 11.0 119,8 93 1176,5 7,6 113,3 88 9,6 119,5 93 1176,0 10,0 119.5 93 1177. 0 12,1 123,0 94 1176,5 11.0 122,5 93 1178,0 10,2 123,0 94 1178,0 8,7 121.0 92 11 73. 0 10,3 123,0 93 1174,0 10,8 121,6 94 1174,0 9,8 119,1 92 1175,0 9,5 119.4 92 1175,0 11.1 117,7 91 1175,0 8,8 125,3 95 1176,0 8,6 124,7 94 1173. 0 9,2 124,9 95 1176,0 9,5 119,0 92 1175,0 10,6 121.3 94 1176,0 9,7 118,3 92 1176,0 9.4 120,0 93 1176,0 9,9 118,6 92 1177. 0 11.1 119,0 92 1176,5 10,6 120,0 93 1177. 5 10,1 123,0 95 1178,0 10,8 121.5 94 1178,0 12,2 118,0 91 12 3 3 3 3 3 3 3 3 9 9 9 9 9 3 3 3 3 9 9 9 3 3 3 3 3 3 3 3 3 3 TR 25892 Lots 23 24 MAY 2002 TABLE-II 1 \1 I I I I I I I I I I I I I I I I I I I :z N N = C'"' -'" w 3 0 '" - '" ~ ::;::: =~ 0; U; - ~ ~ '0-. c~3 'C = ;;3 ....; :? :: ;: N -'" -".., 35=~ -= '" - ~ -, ~ ~ ~~~ -~~ - ~- '6 '6 - no _. '" ~ 3 '" '" 3 '" ~ 0 0 '" = - = e no ....e,Q. -'" -'" '" '" t"" <: <: 0->< .... ::I "'l::' rJ'J 0 (II Q. ~ 0 C'"' C'"' = (II ::I _. .., 0 0 e. x ra.- , ~ ~ e.-"o = = ><: , t"" ....; 0 '" .., m="C ;r~. 0 [Jl Q'o~ e = , '" ~ 0. ~ ..., ... ... 3:: 3:: "''' ~ = 0 0 >< 0' ><: t'"' 'C- o. 0. = = '" ~ ~ ~ 0 trI ;;! ~ = -, F; ~ 0. "l .... '" '" '" .... [Jl 0 ... Z Z ~'" t"" '" '" (""J '!3. '!3. 'C = ciQ' ciQ" o - 0 ~ ;;- 5' 5' = - :z ~ '" " " '" eI ... .., ... "Q 0 = = '" :z N N 0.0.= [Jl "' -'-. ~ -- *= = ..., ... ~ n " ... '" N 3 VI ~ 00 ~ '" '" ~ N t'"' 0 ... '" N '" ~ = P. N .... N"tl~fJ.l("')~()+ 0'0 "-,,, '" ~ t:;l" ~g ...........O.....'Tl"Tl5= ;';'::;.;;:;>:;: g s.:-< oo~xn=co = (Il .... "0 0 0.;:S '*l (tj :;:: g ~ =l ~ t.-, ~ ~ g =.q a o'~<' 5- ~. 2. (tj o' ~ ~ a ogg.8.,::l,::,>~c.: g.O::::'O~~~Cll o o.OOOCll(')~ <: U'ln=_~('\ItIl ~. ;- g. @ a ~ :.:. ~ (Il cr::l ..... ..... ..... '0 0- (Il .... (\l 0 s:: '0 _. .g~;::Jo?d'-lciZ "2..5:r(llHi~C:fl) (5" 3 0 So ~ D: b:;i ::I g. en' 0' tp ~ =.,,0 ~ 0- 05 ? n~ '. "" c;rQ.O -0 0' 171 ~. g 'f' ';j -< COS";t>U1 0 fJ} :3 ...... I 0 (\l (D 0.. J:j N:::': '0 0. t:: S' _. en c.:> '" "" ~ ~ d ...... en Ql ::;: 3 o o:g::::r ('tl ~c:=:gj a ~g'D 0 ~ ..., ::l Z X Pol (1l VI no '0 ::I g.. (ii" g: () !:?. S ~. ~ '" 0 0 ("l o 0. ::l '" ~ ~ S' ~ 3 (; ~ 0 (1l 0 >: 3 a.... ~ ::; ~ ~ ~ g; ~~ 5 g- o!1: : 3 ~"O g- 0- <: q ::I ~ 2.-i N (1) t:: Pl 0 a. ('tic; __ :.>> 5" 0" W "Q ~;:; a. ~ 2:> g ~ "', N -'" - 0 - 00 0 00 0_ == ~ _ N 6 ~ a - '" o " ~ Q; '" ~ "C ~ '" s- O' " o o ~ ....; ~ " ~ ~ '" ~ '" o ;;- "- "'; v ~ ..;. '" "" ~\ ~ (b' ';'l - .... I I REFERENCES I Blake, T.F" 1998, "UBCSEIS" - A Computer Program for the Deterministic Prediction of Anticipated Maximum Moment Magnitude (Mw) and Anticipated Slip Rate, I International Conference of Building Officials, 1997, "Uniform Building Code," Volume 2, Structural Engineering Design Provisions, dated April 1997, I I Petra Geotechnical, Inc" 2001a, Stability of North-Facing Cut Slope on Lot 23, Tract 25892, City of Temecula, Riverside County, California, J,N, 107-01, dated July 13, 2001. I , 2001b, Supplemental Seismic Evaluation and Liquefaction Investigation, Tract 25892, Located West of the San Diego Aqueduct and South ofPauba Road, City of Temecula, Riverside County, California, J,N, 107-01, dated February 15,2001. I , 2001c, Geotechnical Report of Rough Grading, Lots I through 8, ] 1 through 22 and 25 through 32, Tract 25892, City of Temecula, Riverside County, California, J,N, 107-01, daled November 3,2001: I ,2002, Supplemental Geotechnical Recommendations, Lots 7, 8, 9, 10,22,23,24 and 25, Tract 25892, City of Temecula, Riverside County, California, J,N, 107-01, dated April 15, 2002, I I SID Geotechnical, 1997, Preliminary Soillnvestigalion, Proposed 34 Residential Lots, Tentative Tracl No, 25892, Southwest Comer of Pauba Road and San Diego Aqueduct, City of Temecula, California; for 0 'Malley Engineering Corporation, Project No, 970027-01, dated June 30, 1997, I I I I I I PETRA GEOTECHNICAL, INC. J.N. 107-01 MA Y 2002 I I \q I · . '. . . . . . . I . . I . . . . . I APPENDIX A LABORATORY TEST CRITERIA LABORATORY TEST DATA :0 PETRA ZJ() I II I I I I I I I I I I I I I I I I I APPENDIX A LABORATORY TEST CRITERIA Laboratorv Maximum Drv Densitv Maximum dry density and optimum moisture content were determined for selected samples of soil and bedrock materials in accordance with ASTM Test Method DI557-91. Pertinent test values are given on Plate A-I. Exoansion Potential Expansion index tests were performed on selected samples of soil and bedrock maIerials in accordance with ASTM Test Method D4829-95, Expansion potential classifications were determined from 1997 UBC Table 18-I-B on the basis of the expansion index values, Test results and expansion polentials are presented on Plate A-I, Soil Chemistrv Chemical analyses were performed on selected samples of onsite soil to determine concentrations of soluble sulfate and chloride, as well as pH and resistivity, These tests were performed in accordance with California Test Method Nos, 417 (sulfate), 422 (chloride) and 643 (pH and resistivity), TesI resulIs are included on Plale A-I. PETRA GEOTECHNICAL, INC. l.N. 107-01 MA Y 2002 z-l I I I I I I I I I I I I I I I II I I I LABORATORY MAXIMUM DRY DENSITY' 3 9 12 Orange brown, fine to coarse Silty SAND 9,0 8,5 85, 128,5 Light yellowish brown, fine to coarse Silty SAND 131.5 Reddish brown, fine to medium SAND 132,0 EXPANSION INDEX TEST DATA Expansion' Potential 23 and 24 4 Very Low SOIL CHEMISTRY Lot Nnmber Sulfate' Chloride' pH' Resistivity' Corrosivity Potential (%) (ppm) (ohm-em) 23 and 24 ND 58 7,0 3,100 concrete: negligible steel: moderate (I) PER ASTM TEST METHOD D1557-91 (2) PER ASTM TEST METHOD D4829-95 (3) PER 1997 UBC TABLE 18-I-B (4) PER CALIFORNIA TEST METHOD NO, 417 (5) PER CALIFORNIA TEST METHOD NO, 422 (6) PER CALIFORNIA TEST METHOD NO. 643 (7) PER CALIFORNIA TEST METHOD NO, 643 PETRA GEOTECHNICAL, INC J.N. 107-01 MA Y 2002 PLATE A-l ~